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SCHEDULE OF RATES FOR CIVIL ENGINEERING WORKS IN SARAWAK 2008 JKR Sarawak April 2009

SOR CIVIL 2008

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Page 1: SOR CIVIL 2008

SCHEDULE OF RATES FOR CIVIL ENGINEERING WORKS

IN SARAWAK 2008

JKR Sarawak April 2009

Page 2: SOR CIVIL 2008

SOR for Civil Engineering Works 2008 1

PREAMBLES

1. All rates shall be used and read together with the “Table of Adjustment to

Schedule of Rates for Civil Engineering Works In Sarawak 2008”. 2. All descriptions are to be read with reference to the Standard Specification

for Road Works (including Bridge Structures) JKR/SPJ/1988, Addendum No. S-1 (Rev.1),all other subsequent Addendums and the drawings in the Standard Drawings for Road Construction (April 1989) issued by Unit Rekabentuk Jalan, Cawangan Jalan, Ibu Pejabat Kerja Raya, Kuala Lumpur and the following :

(A) Piling

a) Rates for driving of timber piles shall include for the provision of all necessary mechanical plant, rig, temporary works, timber etc. transporting to site, erecting, dismantling, removal on completion and also for traveling of pile frame about the site.

b) Rates for driving of precast concrete piles and reinforced concrete lengthened

piles shall include for the provision of all necessary mechanical plant, rig, temporary works, etc. and for the travelling of pile frame about the site.

(B) Site Clearance And Earthwork

All rates herein shall be held to include for supply and delivery to site, waste on materials, carriage and cartage, carrying in and return of empties, hoisting, setting, fitting and fixing in position, making and all other labours and everything else necessary (including any customs duty, etc.) for the proper completion of each item and for establishment charges and profit.

Rates for site clearance shall include: a) Clearing all general vegetation, tall grass, lallang, creepers, shrubs, bushes and

all undergrowth. b) Felling of trees of all sizes including cutting, grubbing up their stumps and

roots and dispose off site. c) Clearing all rubbish, debris and unwanted materials. d) Breaking up and removing disused structures, surface beds and pavings,

sewers, drains and drain pipes, manholes, underground wells, sumps, fencing, posts, retaining walls and other such like structures, including disconnecting and sealing off services, plugging any pipes cut off at perimeter of site.

e) Removing existing tree stumps and grubbing up their roots and disposal off site.

f) Filling holes and voids caused by removal of trees, tree stumps, roots, existing structures or obstructions with hardcore or suitable approved materials.

Page 3: SOR CIVIL 2008

SOR for Civil Engineering Works 2008 2

(C) Excavation

i Excavation shall be measured to commence at existing ground level. All excavation

and filling shall be measured nett. The quantities of excavation and filling shall be measured on the assumption that the gradient of the existing surfaces between the nearest adjacent spot levels and/ or between contours is constant. Boulders not exceeding one cubic metre shall be deemed to be included in the rates for excavation.

Rates for excavation (including excavation of drainage) are to include : a. keeping all excavations free from water, mud, etc. by pumping or bailing if

required b. planking and strutting, leveling, ramming or preparing bottoms, any double

handling required and for additional excavation for planking, strutting and formwork.

c. excavating by hand or mechanical means in various soil strata and water tables d. multiple handling e. protection of all services encountered f. additional excavation and backfilling due to Contractor’s method or process

such as excavation for working space. g. reinstating to original condition all work disturbed by excavation. h. additional concrete infill where excavated below correct levels i. giving all required notice j. to ensure safety of excavation and adjoining structures.

(D) Concrete Work

i. No allowance shall be made in the weight of steel reinforcement for rolling margin, trying wires, spacers, chairs and weight of weld etc. Concrete shall be measured nett without deduction for the volume of reinforcement.

Rates for concrete shall be held to include : (a) forming, leaving or cutting grooves, chases, mortices, holes (b) making good and any sundry items of alike nature. (c) providing trial mixes, tests on materials and finished product, including non

destructive test on and off-site (d) hoisting or pumping or placing in position (e) compacting by suitable means (f) laying in bays and associated works (g) curing and protection. Rate for precast concrete work shall include : (a) all reinforcement and moulds (b) lifting hooks, cast-in brackets, dowels and ther fixing devices (c) finishing fair on all exposed faces, and other surface treatment to receive other

finishes (d) holes, sleeve, rates, notchings, sinkings, mortices and the like (e) temporary supports (f) hoisting and placing in position; setting, bedding, jointing and pointing in

cement mortar; cutting off lifting hooks.

Page 4: SOR CIVIL 2008

SOR for Civil Engineering Works 2008 3

Rates for bar reinforcement shall include : (a) allowance for rolling margin and weight of welds (b) cleaning by wire brushing or sand blasting (c) cutting to length and fabricating including bending to various bend and radii (d) providing and tying with galvanized steel wire at all intersections (e) providing seating or spacer blocks and chairs (f) providing all necessary laps and anchorages (g) submitting manufacturers’ mill and test certificate. Rates for fabric reinforcement shall include : (a) allowance for rolling margin and weight of welds (b) cleaning by wire brushing or sand blasting (c) cutting to length and fabricating including bending to various bend and radii (d) providing and tying with galvanized steel wire at all intersections (e) providing seating or spacer blocks and chairs (f) providing all necessary laps and anchorages (g) submitting manufacturers’ mill and test certificate. (h) straight, circular or raking cutting and notching.

ii. “Sawn formwork” shall mean formwork to produce concrete surfaces suitable for

plastering or tiling. “Wrot formwork” shall means formwork to produce fair face concrete surfaces suitable for direct application of decorations. Formwork shall be deducted for openings over one square metres. Rates for formwork shall be held to include : (a) for erection, raking and circular cutting, splayed edges, notchings, (b) allowance for overlaps and passing at angles, battens, strutting, bolting,

wedging, (c) easing, striking and removal. (d) batten framing (e) stopping all holes, cracks and crevices (f) mould oil

(E) Rates for each item of paving shall be held to include for all rounded angles, arrises and making good and any other sundry items of alike nature.

(F) Rates for each item of skirtings, risers, channels and the like shall be held to include for all short lengths formed, cut and purpose made angles, junctions, ends, etc. and making good and any other sundry items of alike nature.

(G) Rates for mild steel tubing are to include for short running lengths, sockets, backnuts,

elbows and bends.

Page 5: SOR CIVIL 2008

SOR for Civil Engineering Works 2008 4

(H) Bituminous Road And Hardstandings

Rates for site surface water drainage and culvert shall include: a) Sampling and testing of aggregates and bituminous mixtures as specified. b) Protecting mixed material in transit and while awaiting tripping. c) Laying, rolling and consolidating sub-base, base course, binder and wearing

course in layers or sequence as required. d) Laying by hand of narrow strips remaining alongside machine work. e) Making joints, working around manhole covers and other like projections. f) Finishing surfaces to gradient and falls. g) Added filler to bituminous mixture. h) Maintenance of surface as work progress.

(I) Gabion Work

Rates for gabion work shall include: a) Excavation and disposal of excavated material off site to Contractor’s own

dump. b) Dewatering, upholding the sides of excavation and keeping the excavation free

of water. c) Trimming and leveling at founding/base level. d) Cage and tying wire. e) Filling material. f) Transport, handling, assembling, tying, fixing, staking, tensioning and placing

in dry condition and/or under water. (J) Turfing And Tree Planting

Rates for seeding and turfing shall include: (a) Carry out the work in such sequence or section as directed. (b) Preparatory work in forking and loosening ground surface including riding all

weed, roots and debris. (c) Dressing with fertilizer, tending, watering, covering with wet sacking, moving

and protection of newly seeded/turfed area. (d) Maintenance.

Rates for tree planting shall include: a) Carry out the work in such sequence or section as directed. b) Selection and tagging of plant material. c) Planting operation including excavation for rootball, top soil, refilling, support

and ties. d) Irrigation, pruning and trimming. e) Plant replacement. f) Spraying or other disease control operation. g) Protection. h) Maintenance.

Page 6: SOR CIVIL 2008

A EARTHWORKS

Rate (RM)

General Site Clearance:

1 Clearing and grubbing within the Site of all trees, bushes, etc. Ha 2,500.00

2 Stripping top soil to 150mm thick M2 1.00

3 Demolition and removal of existing pavement. M2 5.00

4 Scarify and remove existing pavement to the required level. M2 2.50

Roadway Excavation

5 Roadway excavation in all materials other than rock including stockpiling asidefor embankment construction. M3 4.00

6 Roadway excavation in all materials other than rock including cart away fromsite. M3 7.50

7 Extra over for excavation in rock including removal from site :-

(a) Open excavation (including use of explosives, etc). M3 20.00

(b) Trench excavation. M3 40.00

Embankment Construction:

8 Supply, lay, grade and compact in layers imported suitable fill material toformation level. M3 15.00

9 Take from stockpile on site, lay, grade and compact in layers suitable excavatedfill material to formation level. M3 3.50

10 Supply and lay geotextile (Polyfelt TS65 or equivalent) to receive sand fillmaterial. M2 5.50

11 Supply, lay, grade and compact in layers imported sand fill material to formation level. M3 23.00

12 Construct capping layer using stockpiled materials on slopes of embankment,including excavation of embankment toe drain. M3 8.00

Free Draining Material and Drainage Blanket

13 Supply, lay, grade and compact free draining material (eg. River gravel) ongeotextile (measured separately). M3 45.00

14 Supply and lay geotextile to receive free draining material.i) Polyfelt TS 50 or equivalent. M2 4.50ii) Polyfelt TS 65 or equivalent. M2 6.00

Item No Description Unit

SOR CIVIL WORK 2008/Page 1 of 19

Page 7: SOR CIVIL 2008

A EARTHWORKS

Rate (RM)Item No Description Unit

Preparation of formation:

15 Prepare, grade to fall and compact subgrade in suitable materials other thansand. M2 2.00

16 Prepare and compact subgrade in sand material. M2 1.50

Protective Vegetation for Erosion Control:

17 100mm square turfs for spot turfing on cut slopes, embankments and benchesincluding top soil. M2 5.00

18 Hydroseeding with protective mat (Vigormat V380e or equivalent) on cut slopes,embankments and benches. M2 6.00

19 Establishing leguminous plants as specified on cut slopes, embankments andbenches. M2 6.00

Miscellaneous Works:

20 Supply and place 1.0m x 1.0m x 1.0m PVC coated wire gabion complete withrockfill. NO 250.00

SOR CIVIL WORK 2008/Page 2 of 19

Page 8: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Drains

1 Surface drain - unlined:

(a) Embankment toe drain, type TD 1. M 10.00

(b) Roadside earth drain, Type 2. M 8.00

2 Surface drain - lined

(a) Reinforced concrete roadside drain complete with concrete structs, allexcavation and part backfill.i) Type 2. M 80.00ii) Type 3. M 130.00iii) Type 4. M 150.00

(b) Reinforced concrete bench/berm drain complete with concrete structs, allexcavation and part backfill.i) Type 1. M 70.00ii) Type 2. M 90.00

(c) Reinforced concrete embankment toe drain complete with concrete structs, allexcavation and part backfill.i) Type 3. M 200.00ii) Type 4. M 180.00

(d) Reinforced concrete shoulder drain Type SD 1 complete with concrete structs, all excavation and part backfill. M 90.00

(e) Interceptor drain complete with concrete structs, all excavation and part i) Type 1. M 70.00 ii) Type 2. M 80.00

3 Cascade drain:

(a) Cascade drain : Reinforced concrete slope drain complete with concrete structs,all excavation and part backfill. M 230.00

(b) Cascade drain : Reinforced concrete outfall drain complete with concretestructs, all excavation and part backfill. M 275.00

4 Sub-soil drain complete with all excavation and part backfill.i) Type 1. M 55.00ii) Type 2. M 70.00

5 300mm Thick gabion mattress laid on ground including rockfill and laying atslope. M2 150.00

6 Filling of existing stream/drain using imported suitable fill material including M2 18.00compaction. Borrow pit<15km.

Description Unit

SOR CIVIL WORK 2008/Page 3 of 19

Page 9: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Description Unit

Precast concrete Pipe Culverts:

7 Precast concrete Class "Z" butt joint pipe culvert of the following sizes completewith cast-in -situ concrete joint complete with reinforcement, formwork, wellcompacted granular material as surround, and reinforced concrete cradle andincluding excavation and part backfill :

(a) Single 600 mm diameter. M 900.00

(b) Single 900 mm diameter. M 1,200.00

(c) Twin 900 mm diameter. M 2,200.00

(d) Single 1200 mm diameter. M 1,550.00

(e) Twin 1200 mm diameter. M 2,800.00

(f) Triple-cell 1200 mm diameter. M 4,000.00

(g) Single 1500 mm diameter. M 1,950.00

(h) Twin 1500 mm diameter. M 3,600.00

(i) Triple-cell 1500 mm diameter. M 5,200.00

(j) Single 1800 mm diameter. M 2,340.00

(k) Twin 1800 mm diameter. M 4,400.00

(l) Triple-cell 1800 mm diameter. M 6,350.00

8 Reinforced concrete outlet structures comprises headwall, wingwall, apron,culvert marker post and all necessary excavation and part backfill includingjointing to pipe culvert of the following sizes:

(a) Single 600 mm diameter. NO 2,350.00

(b) Single 900 mm diameter. NO 2,600.00

(c) Twin 900 mm diameter. NO 3,900.00

(d) Single 1200 mm diameter. NO 3,250.00

(e) Twin 1200 mm diameter. NO 4,940.00

(f) Triple-cell 1200 mm diameter. NO 5,600.00

(g) Single 1500 mm diameter. NO 4,680.00

(h) Twin 1500 mm diameter. NO 7,000.00

(i) Triple-cell 1500 mm diameter. NO 9,000.00

SOR CIVIL WORK 2008/Page 4 of 19

Page 10: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Description Unit

(j) Single 1800 mm diameter. NO 5,500.00

(k) Twin 1800 mm diameter. NO 7,150.00

(l) Triple-cell 1800 mm diameter. NO 10,500.00

9 Reinforced concrete inlet sump structure complete with hinged grating coverand frame, grating and all necessary excavation and part backfill includingjointing to pipe culvert of the following sizes:

(a) Single 600 mm diameter. NO 1,050.00

(b) Single 900 mm diameter. NO 1,560.00

(c) Single 1200 mm diameter. NO 1,950.00

(d) Single 1500 mm diameter. NO 2,350.00

(e) Single 1800mm diameter. NO 3,120.00

Reinforced Concrete Box Culvert

10 Reinforced concrete box culvert barrel with fill height not exceeding 3.0m highcomplete with all excavation and part backfill and keeping trenches dry.

(a) Single 1.5m x 1.5m M 2,550.00(b) Twin 1.5m x 1.5m M 3,385.00(c) Single 2.0m x 2.0m M 4,540.00(d) Twin 2.0m x 2.0m M 6,000.00(e) Single 2.5m x 2.5m M 5,950.00(f) Twin 2.5m x 2.5m M 7,900.00(g) Triple 2.5m x 2.5m M 11,000.00(h) Single 3.0m x 3.0m M 6,300.00(i) Twin 3.0m x 3.0m M 8,400.00(j) Triple 3.0m x 3.0m M 15,800.00(k) Single 3.5m x 3.5m M 8,620.00(l) Twin 3.5m x 3.5m M 11,430.00

(m) Triple 3.5m x 3.5m M 21,500.00

11 Reinforced concrete box culvert barrel with fill height exceeding 3.0m high andnot exceeding 6.0m high complete with all excavation and part backfill andkeeping trench dry.

(a) Single 1.5m x 1.5m M 2,880.00(b) Twin 1.5m x 1.5m M 3,850.00(c) Single 2.0m x 2.0m M 5,130.00(d) Twin 2.0m x 2.0m M 6,840.00(e) Single 2.5m x 2.5m M 6,770.00(f) Twin 2.5m x 2.5m M 8,880.00(g) Triple 2.5m x 2.5m M 12,400.00(h) Single 3.0m x 3.0m M 6,950.00(i) Twin 3.0m x 3.0m M 9,250.00

SOR CIVIL WORK 2008/Page 5 of 19

Page 11: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Description Unit

11 Reinforced concrete box culvert barrel with fill height exceeding 3.0m high andnot exceeding 6.0m high complete with all excavation and part backfill andkeeping trench dry. (Cont'd)

(j) Triple 3.0m x 3.0m M 17,815.00(k) Single 3.5m x 3.5m M 9,450.00(l) Twin 3.5m x 3.5m M 12,600.00

(m) Triple 3.5m x 3.5m M 24,300.00

12 Reinforced concrete box culvert barrel with fill height exceeding 6.0m high andnot exceeding 9.0m high complete with all excavation and part backfill andkeeping trench dry.

(a) Single 1.5m x 1.5m M 3,200.00(b) Twin 1.5m x 1.5m M 4,310.00(c) Single 2.0m x 2.0m M 5,750.00(d) Twin 2.0m x 2.0m M 7,650.00(e) Single 2.5m x 2.5m M 7,400.00(f) Twin 2.5m x 2.5m M 9,900.00(g) Triple 2.5m x 2.5m M 13,800.00(h) Single 3.0m x 3.0m M 7,500.00(i) Twin 3.0m x 3.0m M 10,000.00(j) Triple 3.0m x 3.0m M 20,000.00(k) Single 3.5m x 3.5m M 10,200.00(l) Twin 3.5m x 3.5m M 13,600.00

(m) Triple 3.5m x 3.5m M 27,000.00

13 Reinforced concrete inlet and outlet structures comprises headwall, wingwall,apron, culvert marker post complete with all necessary excavation and partbackfill including jointing to reinforced concrete box culvert of the followingsizes:

(a) Single 1.5m x 1.5m reinforced concrete box culvert barrel : NO 6,630.00

(b) Twin 1.5m x 1.5m reinforced concrete box culvert barrel : NO 9,300.00

(c) Single 2.0m x 2.0m reinforced concrete box culvert barrel : NO 11,800.00

(d) Twin 2.0m x 2.0m reinforced concrete box culvert barrel : NO 16,500.00

(e) Single 2.5m x 2.5m reinforced concrete box culvert barrel : NO 15,600.00

(f) Twin 2.5m x 2.5m reinforced concrete box culvert barrel : NO 22,600.00

(g) Triple 2.5m x 2.5m reinforced concrete box culvert barrel : NO 29,600.00

(h) Single 3.0m x 3.0m reinforced concrete box culvert barrel : NO 17,000.00

(i) Twin 3.0m x 3.0m reinforced concrete box culvert barrel : NO 24,400.00

(j) Triple 3.0m x 3.0m reinforced concrete box culvert barrel : NO 38,500.00

(k) Single 3.5m x 3.5m reinforced concrete box culvert barrel : NO 23,200.00

SOR CIVIL WORK 2008/Page 6 of 19

Page 12: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Description Unit

(l) Twin 3.5m x 3.5m reinforced concrete box culvert barrel : NO 33,150.00

(m) Triple 3.5m x 3.5m reinforced concrete box culvert barrel : NO 52,500.00

Concrete Works for Drainage

14 50mm thick lean concrete Grade 15P/20 as blinding for drainage works. M2 12.50

15 Reinforced Concrete of the following grades for Drainage Works:

(a) Grade 20/20. M3 220.00

(b) Grade 25/20. M3 250.00

(c ) Grade 30/20. M3 280.00

16 Formwork as described to Class F1 & U1 Finish type

(a) To sides of drain, culverts, wingwall, headwall, and the like. M2 35.00

(b) To soffit of culvert cover slab and the like. M2 35.00

17 High Yield Deformed Steel Reinforcement Bars as described:

(a) 10mm Diameter. Tonnes 3,000.00

(b) 12mm Diameter. Tonnes 3,000.00

(c ) 16mm Diameter. Tonnes 2,900.00

(d) 20mm Diameter. Tonnes 2,900.00

(e) 25mm Diameter. Tonnes 2,900.00

18 Mild Steel Reinforcement Bars as described:

(a) 6mm Diameter. Tonnes 3,000.00

(b) 8mm Diameter. Tonnes 3,000.00

(c ) 10mm Diameter. Tonnes 3,000.00

19 Steel Mesh Reinforcement:

(a) Type B785 ( minimum 8.14kg/m2). M2 35.00

(b) Type A142 (minimum 2.22kg/m2). M2 10.00

(c ) Type A8 (minimum 3.55kg/m2). M2 16.00

(d) Type A7 (minimum 3.02kg/m2). M2 13.00

(e) Type A6 (minimum 2.22 kg/m2). M2 10.00

SOR CIVIL WORK 2008/Page 7 of 19

Page 13: SOR CIVIL 2008

B DRAINAGE WORKS

Item Rate (RM)No.

Description Unit

Miscellaneous Works

20 Grouted stone pitching of various thickness. M3 155.00

21 12mm Thick joint filler. M2 25.00

SOR CIVIL WORK 2008/Page 8 of 19

Page 14: SOR CIVIL 2008

C FLEXIBLE PAVEMENT AND ROAD FURNITURES

Item Rate (RM)No.

Flexible Pavement

1 Subbase course including drainage layer under compacted earth shoulder. M3 75.00

2 Roadbase course. M3 75.00

3 Wet-mix macadam. M3 350.00

4 Bituminous tack coat. M2 2.00

5 Asphaltic concrete binder course. M3 450.00

6 Bituminous prime coat. M2 2.50

7 Asphaltic concrete wearing course. M3 450.00

8 Compacted earth shoulder. M3 20.00

9 Bituminous waterproof layer. M2 2.50

Traffic signs complete with concrete footing, post, supporting frameincluding all necessary excavation

10 Regulatory (Type RP & RM) road signs of various shapes and not exceeding1.0m2 in area. NO 400.00

11 Warning (Type WD) road signs of various shapes and not exceeding 1.0m2 inarea. NO 400.00

12 Guide/Information (Type GI) road signs of various shapes and not exceeding1.0m2 in area. NO 400.00

13 Guide/Destination (Type GD) road signs of various shapes with the followingareas (All Provisional):

(a) Not exceeding 1.0m2 in area. NO 400.00

(b) Exceeding 1.0m2 and not exceeding 2.0m2 in area. NO 700.00

14 Post Delineator. NO 45.00

3mm thick Road Markings (measured nett) and Direction Arrows inThermoplastic paint

15 Type 3 : Centre lines for straight road. M2 15.00

16 Type 1b : Centre lines for Mountainous Terrain or Short Radius Curve. M2 15.00

17 Type 2a- Broken Lane Lines. M2 15.00

Description Unit

SOR CIVIL WORK 2008/ Page 9 of 19

Page 15: SOR CIVIL 2008

3mm thick Road Markings (measured nett) and Direction Arrows inThermoplastic paint (Cont'd)

18 Type 2b - Unbroken Lane Lines. M2 15.00

19 Type 10 - No Passing on Both Sides. M2 15.00

20 Type 11 - No Passing on One Side. M2 15.00

21 Type 6 - Edge Line/ Channelising line. M2 15.00

22 Type 1 - Continuity Line. M2 15.00

23 Type 8 - Stop Line. M2 15.00

24 Type 2 - Give-way Line. M2 15.00

25 Cross Hatching. M2 20.00

26 Chevron Hatching for Diverging Traffic. M2 20.00

27 Chevron Hatching for Merging Traffic. M2 20.00

28 Yellow Box Marking. M2 20.00

29 Direction arrows of various shapes. M2 20.00

Miscellaneous Works

30 Reflective roadstud. NO 30.00

31 Precast concrete road kerb, overall size 600mm long x 150mm wide x 305mmhigh, complete with laying on concrete bedding. M 50.00

32 Extra over for Precast concrete road kerb with opening, overall size 600mm longx 150mm wide x 305mm high, complete with laying on concrete bedding. NO 15.00

SOR CIVIL WORK 2008/ Page 10 of 19

Page 16: SOR CIVIL 2008

D BRIDGE WORKS

Item Rate (RM)No.

Earthworks

1 Fill spread, grade and compact in layers to formation level using importedsuitable fill material. M3 22.00

2 300mm Thick rubble pitching as slope protection works complete with mortarpointing. M2 60.00

3 Coarse aggregate as capping layer including laying between piles. M3 80.00

Concrete Works

4 50mm thick lean concrete Grade 15P/20 as blinding. M2 15.00

5 Reinforced concrete of the following grades:

(a) Grade 25/20. M3 290.00

(b) Grade 30/20. M3 310.00

(c) Grade 35/20. M3 330.00

(d) Grade 40/20. M3 350.00

(e) Grade 50/20. M3 380.00

6 Formwork as described to Class F1 & U1 finish type including falsework

(a) To sides of approach slab, platform slab, transition slab, and the like. M2 40.00

(b) to sides of abutment and the like. M2 45.00

(c) To sides and soffit of pile cap. M2 45.00

(d) To soffit of deck slab. M2 45.00

(e) To sides and soffit of diaphragm. M2 45.00

7 Formwork as described to Class F2 & U2 Finish Type including falsework

(a) To sides of abutment wingwall and the like. M2 50.00

(b) To sides and soffit of pier, column, headstock and the like. M2 50.00

(c) To sides of kerb and the like. M2 50.00

(d) To sides of parapet and the like. M2 50.00

8 Supply, fabricate and placing into position 125mm thick precast concretefootway slab complete with BMC A5 fabric reinforcement. M2 60.00

9 10mm Diameter mild steel reinforcement bars as described. Tonnes 3,600.00

Description Unit

SOR CIVIL WORK 2008/Page 11 of 19

Page 17: SOR CIVIL 2008

D BRIDGE WORKS

10 Hot Rolled Type 2 Deformed steel reinforcement bars as described.

(a) 10mm Diameter. Tonnes 3,600.00

(b) 12mm Diameter. Tonnes 3,600.00

(c ) 16mm Diameter. Tonnes 3,600.00

(d) 20mm Diameter. Tonnes 3,600.00

(e) 25mm Diameter. Tonnes 3,600.00

11 Steel Mesh Reinforcement

(a) Type A5 (minimum 1.54 kg/m2). M2 7.50

(b) Type A6 (minimum 2.22 kg/m2). M2 11.00

(c) Type A7 (minimum 3.02 kg/m2). M2 14.80

(d) Type A8 (minimum 3.95 kg/m2). M2 19.40

Miscellaneous Bridge Works

12 Sub-soil drainage behind Abutment

(a) Granular backfill materials to back of abutment. M3 75.00

(b) 90mm Diameter P.V.C. pipe as sub-soil drain, bedded in sand. M 25.00

13 Dowel bar:

(a) 25mm Diameter Hot Rolled Type 2 Deformed steel reinforcement bar as dowelbar of various lengths, embedded into concrete. M 36.00

(b) 20mm Ditto. M 25.00

(c) 25mm Diameter Hot Rolled Type 2 Deformed steel reinforcement bar as dowelbar of various lengths, with one embedded 200mm into concrete, and the otherend fixed to 50mm outer diameter tight fitting rubber dowel cap betweenprestressed girder, complete with compressive materials. M 50.00

(d) 20mm Ditto. M 35.00

14 Elastometric laminated bearing pad of the following sizes on and including20mm thick epoxy resin mortar bedding.

(a) 400 x 350 x 39mm. NO 800.00

(b) 350 x 500 x 69mm. NO 1,000.00

(c) 300 x 200 x 29mm. NO 600.00

15 24mm thick "Expandite natural bonded cork filler" or equivalent joint filler. M2 60.00

16 6mm Thick plywood lining as separator. M2 40.00

SOR CIVIL WORK 2008/Page 12 of 19

Page 18: SOR CIVIL 2008

D BRIDGE WORKS

17 Prepare and apply one coat of heavy bitumen paint on concrete surface. M2 15.00

18 Type A scupper drain complete with forming inlet in asphaltic concrete wearingcourse, and rectangular hollow section as outlet. NO 75.00

19 Therma Joint or approved deck expansion joints complete with joint filler. M 1,350.00

20 Hot-dip galvanised mild steel parapet railing, complete with bolts, U-shapedcast-in bolts, post, sliding joint, and end railing. M 250.00

SOR CIVIL WORK 2008/Page 13 of 19

Page 19: SOR CIVIL 2008

E PILING

Item Rate (RM)No.

Timber Piles

1 Supply handle & pitch 100mm x 100mm Belian initial and extension beliantimber piles. M 42.00

2 Supply handle & pitch 125mm x 125mm Belian initial and extension beliantimber piles. M 66.00

3 Drive 100mm x 100mm Belian timber piles. M 4.50

4 Drive 125mm x 125mm Belian timber piles. M 5.00

5 Cut off head 100mm x 100mm Belian timber piles (not payable if whole lengthof pile driven in to cut off level). NO 4.00

6 Cut off head 125mm x 125mm Belian timber piles (not payable if whole lengthof pile driven in to cut off level). NO 5.00

7 Pointing and shaping end of 100mm x 100mm timber piles and shoeing withand including 3mm thick mild steel welded shoe size 100mm x 100mm x250mm high comprising of pyramid shape end 150mm high and socket 100mmhigh including nailing to timber pile (for hard driving only). NO 20.00

8 Pointing and shaping end of 125mm x 125mm timber piles ditto 125mm x125mm x 250mm high, comprising of pyramid shape end 150mm high, andsocket 100mm high including nailing to timber pile (for hard driving only). NO 23.00

9 Mild steel welded extension sleeve or collar size 5mm thick, 95mm x 95mm(internal dimensions) x 450mm long with a seating fillet welded centrally insideand bevelling ends of piles and slipping same into and nailing. NO 25.00

10 Mild steel welded extension sleeve or collar size 5mm thick, 120mm x 120mm(internal dimensions) x 450mm long with a seating fillet welded centrally insideand bevelling ends of piles and slipping same into and nailing. NO 30.00

11 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including allextra cost before commencement of the main piling works. Tonne 120.00

12 Supply, handle, pitch and drive 75mm diameter Belian pepper posts. M 8.00

13 Supply, handle and pitch 100mm diameter bakau piles. M 2.50

14 Supply, handle and pitch 125mm diameter bakau piles. M 3.00

15 Drive bakau piles (all sizes). M 1.50

16 Cut off head (all sizes), [not payable if whole length of pile driven in to cut offlevel]. NO 1.00

Precast Concrete Piles

17 Supply, handle & pitch 150mm x 150mm initial/head pile 6.00m long. M 32.30

Description Unit

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E PILING (CONT'D)Item No Description Unit Rate (RM)

Precast Concrete Piles (Cont'd)

18 Supply, handle & pitch 150mm x 150mm extension pile 6.00m long. M 29.50

19 Supply, handle & pitch 200mm x 200mm initial/head pile 6.00m long. M 59.40

20 Supply, handle & pitch 200mm x 200mm extension pile 6.00m long. M 55.60

21 Supply, handle & pitch 250mm x 250mm initial/head pile 6.00m long. M 93.00

22 Supply, handle & pitch 250mm x 250mm initial/ head pile 9.00m long. M 83.00

23 Supply, handle & pitch 250mm x 250mm initial/ head pile 12.00m long. M 79.00

24 Supply, handle & pitch 250mm x 250mm extension pile 6.00m long. M 88.20

25 Supply, handle & pitch 250mm x 250mm extension pile 9.00m long. M 83.70

26 Supply, handle & pitch 250mm x 250mm extension pile 12.00m long. M 76.70

27 Supply, handle and pitch 300mm x 300mm initial/head pile 6.00m long. M 146.70

28 Ditto 9.00m long. M 129.00

29 Ditto 12.00m long. M 120.80

30 Supply, handle and pitch 300mm x 300mm extension pile 6.00m long. M 140.00

31 Ditto 9.00m long. M 125.20

32 Ditto 12.00m long. M 117.90

33 Supply, handle and pitch 350mm x 350mm initial/head pile 6.00m long. M 192.60

34 Ditto 9.00m long. M 169.30

35 Ditto 12.00m long. M 157.70

36 Supply, handle and pitch 350mm x 350mm extension pile 6.00m long. M 184.00

37 Ditto 9.00m long. M 163.60

38 Ditto 12.00m long. M 153.40

39 Supply, handle and pitch 400mm x 400mm initial/head pile 6.00m long. M 252.00

40 Ditto 9.00m long. M 221.70

41 Ditto 12.00m long. M 206.50

42 Supply, handle and pitch 400mm x 400mm extension pile 6.00m long. M 241.50

43 Ditto 9.00m long. M 214.70

44 Ditto 12.00m long. M 201.30

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E PILING (CONT'D)Item No Description Unit Rate (RM)

Precast Concrete Piles (Cont'd)

45 Drive to set 200mm x 200mm pile. M 7.00

46 Ditto 250mm x 250mm pile. M 9.00

47 Ditto 300mm x 300mm pile. M 11.00

48 Ditto 350mm x 350mm pile. M 15.00

49 Ditto 400mm x 400mm pile. M 20.00

50 Drive to set 200mm x 200mm pile as raker piles. M 15.00

51 Ditto 250mm x 250mm pile. M 18.20

52 Ditto 300mm x 300mm pile. M 21.50

53 Ditto 350mm x 350mm pile. M 26.00

54 Ditto 400mm x 400mm pile. M 28.60

55 Butt weld connection 0.60m girth between edges of and including mild steelextension head, base cap plates, bars etc and including coated heavily withbituminous compound for jointing 200mm x 200mm R.C piles. NO 90.00

56 Ditto for jointing 250mm x 250mm R.C piles. NO 135.00

57 Ditto for jointing 300mm x 300mm R.C piles. NO 195.00

58 Ditto for jointing 350mm x 350mm R.C piles. NO 265.00

59 Ditto for jointing 400mm x 400mm R.C piles. NO 350.00

60 Cut off and dump away surplus length of 150mm x 150mm precast concrete pile and strip off pile head, bend back reinforcement for connection as specified. NO 14.00

61 Ditto 200mm x 200mm ditto. NO 20.00

62 Ditto 250mm x 250mm ditto. NO 25.00

63 Ditto 300mm x 300mm ditto. NO 30.00

64 Ditto 350mm x 350mm ditto. NO 35.00

65 Ditto 400mm x 400mm ditto. NO 40.00

66 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including allextra cost before commencement of the main piling works complete with report.

Tonne 120.00

Precast Concrete Spun Piles

67 Supply, handle & pitch 250mm diameter initial/ head pile 6.00m long (Class B). M 75.70

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E PILING (CONT'D)Item No Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

68 Ditto 9.00m long. M 65.50

69 Ditto 12.00m long. M 60.90

70 Supply, handle & pitch 250mm diameter extension pile 6.00m long (Class B). M 69.00

71 Ditto 9.00m long. M 61.00

72 Ditto 12.00m long. M 57.50

73 Supply, handle & pitch 300mm diameter initial/head pile 6.00m long (Class B). M 97.10

74 Ditto 9.00m long. M 85.10

75 Ditto 12.00m long. M 79.00

76 Supply, handle & pitch 300mm diameter extension pile 6.00m long (Class B). M 88.90

77 Ditto 9.00m long. M 79.40

78 Ditto 12.00m long. M 74.80

79 Supply, handle & pitch 350mm diameter initial/head pile 6.00m long (Class B). M 126.70

80 Ditto 9.00m long. M 110.50

81 Ditto 12.00m long. M 101.90

82 Supply, handle & pitch 350mm diameter extension pile 6.00m long (Class B). M 116.20

83 Ditto 9.00m long. M 103.50

84 Ditto 12.00m long. M 96.60

85 Supply, handle & pitch 400mm diameter initial/head pile 6.00m long (Class B). M 160.00

86 Ditto 9.00m long. M 141.70

87 Ditto 12.00m long. M 131.60

88 Supply, handle & pitch 400mm diameter extension pile 6.00m long (Class B). M 149.50

89 Ditto 9.00m long. M 133.40

90 Ditto 12.00m long. M 125.40

91 Supply, handle & pitch 450mm diameter initial/head pile 6.00m long (Class B). M 178.90

92 Ditto 9.00m long. M 156.80

93 Ditto 12.00m long. M 145.20

94 Supply, handle & pitch 450mm diameter extension pile 6.00m long (Class B). M 164.50

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E PILING (CONT'D)Item No Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

95 Ditto 9.00m long. M 147.20

96 Ditto 12.00m long. M 138.00

97 Supply, handle & pitch 600mm diameter initial/head pile 6.00m long (Class B). M 303.00

98 Ditto 9.00m long. M 266.50

99 Ditto 12.00m long. M 250.00

100 Supply, handle & pitch 600mm diameter extension pile 6.00m long (Class B). M 282.90

101 Ditto 9.00m long. M 253.00

102 Ditto 12.00m long. M 239.20

103 Drive 250mm diameter pile. M 16.00

104 Ditto 300mm ditto. M 18.00

105 Ditto 350mm ditto. M 30.00

106 Ditto 400mm ditto. M 35.00

107 Ditto 450mm ditto. M 45.00

108 Ditto 600mm ditto. M 50.00

109 Drive 250mm diameter pile as raker pile. M 20.80

110 Ditto 300mm ditto. M 23.40

111 Ditto 350mm ditto. M 39.00

112 Ditto 400mm ditto. M 45.50

113 Ditto 450mm ditto. M 58.50

114 Ditto 600mm ditto. M 65.00

115 Butt weld connection 0.8m girth between edges of mild steel extension head andbase cap plates including coated heavily with bituminuos compound (for250mm diameter Spun piles). NO 100.00

116 Ditto 300mm diameter Spun piles. NO 120.00

117 Ditto 350mm diameter Spun piles. NO 150.00

118 Ditto 400mm diameter Spun piles. NO 180.00

119 Ditto 450mm diameter Spun piles. NO 220.00

120 Ditto 600mm diameter Spun piles. NO 280.00

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E PILING (CONT'D)Item No Description Unit Rate (RM)

Precast Concrete Spun Piles (Cont'd)

121 Cut off 250mm diameter precast concrete spun pile to the required level androughen the inner surface to detail. NO 30.00

122 Ditto 300mm diameter ditto. NO 35.00

123 Ditto 350mm diameter ditto. NO 40.00

124 Ditto 400mm diameter ditto. NO 45.00

125 Ditto 450mm diameter ditto. NO 50.00

126 Ditto 600mm diameter ditto. NO 75.00

127 Supply and install 12mm diameter high yield steel reinforcement in pile head todetail. KG 4.00

128 Ditto 16mm diameter ditto. KG 3.90

129 Provide and weld 6mm thick mild steel plates to detail for 250mm diameterpiles. NO 38.00

130 Ditto 300mm diameter piles. NO 45.00

131 Ditto 350mm diameter piles. NO 58.00

132 Ditto 400mm diameter piles. NO 68.00

133 Ditto 450mm diameter piles. NO 85.00

134 Ditto 600mm diameter piles. NO 125.00

135 Supply, place and compact grade 30/20 concrete in pile hollow section asspecified. M3 300.00

136 Provide all equipment, hydraulic jack, deflection gauges, kentledge, temporarystaging, etc. and test a test pile of any size to a vertical load test including allextra cost before commencement of the main piling works. Tonne 120.00

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